| 2021-07-26 12:26:50 | WEST PALM BEACH DEVELOPMENT SERVICES-CONSTRUCTION |
| | SERVICES/ BUILDING DIVISION |
| | 2020 FBC- BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 21061640 |
| | ADD: 360 S. ROSEMARY AVE. 8TH LEVEL RECONFIGURATION |
| | (810). |
| | CONT: TBD/ TO BE DETERMINED |
| | TEL: ??? |
| | E-MAIL: [email protected] |
| | |
| | 2020 FLORIDA BUILDING CODE W 2020 WEST PALM BEACH |
| | AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1, |
| | ADMINISTRATION |
| | |
| | 2020 EXISTING BUILDING CODE. 801.3 COMPLIANCE. ALL NEW |
| | CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND SPACES |
| | SHALL COMPLY WITH THE REQUIREMENTS OF THE FLORIDA |
| | BUILDING CODE, BUILDING. |
| | |
| | 1ST REVIEW |
| | DATE: MON. JULY 26TH/ 2021 |
| | ACTION: DENIED |
| | |
| | 1) THERE SEAMS TO BE A BIT OF CONFUSION OR TERMINOLOGY, |
| | DESCRIPTION OF WORK TO BE COVERED UNDER THIS PERMIT. |
| | THE PERMIT APPLICATION UNDER THE DESCRIPTION OF WORK |
| | STATES LEVEL 8 OFFICE FIT-OUT. THE COVERSHEET INDICATES |
| | THE WORK TO TAKE PLACE ON THE 8TH LEVEL IS OFFICE |
| | CONVERSION. PLEASE NOTE THIS IS CREATION OF NEW OFFICE |
| | SPACE (ADDITIONAL SQUARE FOOTAGE) & A CHANGE OF |
| | OCCUPANCY FROM S2 TO BUSINESS OCCUPANCY SINCE THE 8TH |
| | LEVEL IS A PARKING LEVEL AND COMPLETE, IT IS NOT LIKE |
| | AN OFFICE SHELL SPACE THAT HAS NOT BEEN BUILT OUT. |
| | UNDER THE PERMIT APPLICATION DESCRIPTION OF WORK IS THE |
| | INTENT OF THIS PERMIT TO CREATE MORE OFFICE SPACE AND |
| | STOP AT THE COMPLETION OF THE SHELL OR A FULL-ON |
| | CREATION OF SHELL SPACE AND TENANT FIT-UP AS STATED ON |
| | THE PERMIT APPLICATION. IF JUST A CREATION OF A SHELL |
| | SPACE A NEW PERMIT APPLICATION IS REQUIRED MODIFYING |
| | THE SCOPE OF WORK. |
| | |
| | 2) THE ORIGINAL BUILDING PERMIT 18090469 THE ELEVATOR |
| | LOBBY HAD DOORS ON BOTH ENDS OF THE ELEVATOR LOBBY, |
| | CREATING AN ELEVATOR LOBBY. THE PROPOSED LIFE SAFETY |
| | PLAN NO LONGER SHOWS THE INTERIOR SET OF DOOR AND GLASS |
| | ENCLOSURE WHICH WOULD CREATE THE ELEVATOR LOBBY. THE |
| | PLANS ARE SILENT AS TO COMPLIANCE WITH 2020 FBC-B |
| | SECTION 3006.3(1-4). |
| | |
| | 3) THE LIFE SAFETY PLAN AT THE ELEVATOR LOBBY TO |
| | PARKING GARAGE GLAZED WALL STATES THE USE OF NEW FIRE |
| | SUPPRESSION WATER CURTAIN SYSTEM. THE ONLY TIME IRE |
| | SPRINKLER CURTAINS THAT ARE ALLOWED BY CODE IS FOR |
| | GLAZING IN A ONE HOUR RATED WALL FOR ATRIUMS. NFPA HAS |
| | NEVER ALLOWED A WATER CURTAIN OVER DOORWAYS. PLEASE |
| | REVIEW SECTION 716.2 FIRE- RESISTANCE-RATED GLAZING AND |
| | SECTION 716.4 ALTERNATE METHODS FOR DETERMINING FIRE |
| | PROTECTION RATINGS, IN THIS CASE BOTH THE FIRE MARSHAL |
| | AND BUILDING OFFICIAL BOTH AGREE TO ALLOW. |
| | |
| | 4A) THE LIFE SAFETY PLAN, SHEET A1.00 & A4.02. IN BOTH |
| | STAIRWELLS 1 & 2 THERE ARE NEW OPENINGS BEING CUT INTO |
| | THE STAIRWELL SHEAR-WALLS THE FLOOR PLAN STATES 3 FEET |
| | MINIMUM. PLEASE REVIEW S-1.00 IN STAIRWELL # 1 THE |
| | FLOOR PLAN STATES THE NEW OPENING IS TO BE 6 FEET WIDE. |
| | DISCREPANCY IN PLANS, 107.2.1.2. ADDITIONAL INFORMATION |
| | IS REQUIRED. |
| | |
| | 4B) SHEET S-1.00 ALSO SHOWS A CUT SECTION DETAIL 3/ |
| | S1.0. THIS DETAIL SHOWS A 6-FOOT-WIDE OPENING BY |
| | 9-FOOT-HIGH WITH THE 2 TOP CORNERS CORE DRILLED TO |
| | PREVENT THE CONCRETE SAW CUTS FORM OVERLAPPING. THEN |
| | THERE ARE ADDITIONAL NOTES AND IN THE DETAIL THE PLAN |
| | SHOWS ADDITIONAL CHIPPING OF CONCRETE AND ADDITIONAL |
| | RE-BAR BEING ADDED TO THE HEADER AND JAMBS. PLEASE |
| | EXPLAIN THE ORIGINAL SAW CUTTING IF THERE IS TO BE |
| | ADDITIONS REMOVAL OF CONCRETE IN THE SHEAR WALL. |
| | 107.2.1.2 ADDITIONAL INFORMATION IS REQUIRED. |
| | |
| | 5A) SHEET A1.00 DEMOLITION & NEW OVERALL FLOOR PLAN |
| | VERSES S-1.00 THE NEW EXTERIOR OFFICE TO PARKING GARAGE |
| | WALL. THE S-1.00 SHEET SHOWS A CUT SECTION THROUGH THE |
| | EXTERIOR WALL DETAIL 5/ S5.15, HERE IS NO SUCH SHEET IN |
| | THIS SET OF PLANS, POSSIBLE TYPE THERE IS A DETAIL OF |
| | THIS WALL ON S1.10 DETAIL 1, CMU CRASH WALL DETAIL. |
| | DISCREPANCY IN THE PLANS. 107.2.1.2. |
| | |
| | 5B) SHEET S1.10 DETAIL 1 THE CMU CRASH-WALL HAS A NOTE |
| | ABOUT THE METAL STUD WALL LIGHT GAUGE STUD WALL, SEE |
| | ARCHITECTURAL PLANS. SHEET A1.00 DETAIL # 3 DOES NOT |
| | PROVIDE THE TYPE OF METAL STUD TO BE PROVIDED. THIS |
| | MAYBE ON THE INSIDE OF THE PARKING GARAGE BUT THIS WALL |
| | WILL STILL HAVE PRESSURE FROM THE EXTERIOR CONSIDERING |
| | THE OPENNESS OF THE PARKING GARAGE, WILL THIS WALL |
| | REQUIRE STRUCTURAL METAL STUDS AND IF SO AT WHAT |
| | CENTERS? 107.2.1.2. ADDITIONAL INFORMATION IS REQUIRED. |
| | 2020 FBC-B TABLE 2506.2 |
| | COLD FORMED STEEL STUDS, TRACK STRUCTURAL |
| | COLD FORMED STEEL STUDS & TRACK, NONSTRUCTURAL |
| | |
| | 5C) SHEET S-1.10 DETAIL 1 OR A1.00 DETAIL # 3 SHOW HOW |
| | THE METAL STUD EXTERIOR NEW WALL WILL BE ANCHORED TO |
| | THE NEW CMU CRASH WALL NOR TO THE DECK ABOVE. MISSING |
| | INFORMATION, ADDITIONAL INFORMATION IS REQUIRED. |
| | 107.2.1.2. |
| | |
| | 5D) SHEET S-1.10 DETAIL CMU CRASH WALL SHOWS DRILL & |
| | EPOXY VT DOWEL W/ 3.5-INCH EMBEDMENT. VERTICAL DOWEL, |
| | IS TO BE ASSUMED THE VERTICAL DOWEL IS 5/8-INCH REBAR? |
| | 107.2.1.2 ADDITIONAL INFORMATION IS REQUIRED. |
| | |
| | 5E) SHEET S-1.10 DETAIL 2 SLAB EXTENSION AT THE |
| | SOUTHWEST CORNER OF LEVEL 8SHOWS A 6 INCH THICK |
| | CANTILEVER SLAB TO SUPPORT THE NEW GLAZING SYSTEM, |
| | WHEREAS SHEET A3.01 DETAILS 5 & 10 BOTH SHOW A NEW COLD |
| | FORMED STRUCTURAL TUBE STEEL BEAM WRAPPED W/ WATER |
| | PROOFING MEMBRANE, DISCREPANCY IN PLANS. |
| | |
| | 5F) SHEET A1.00 OVERALL FLOOR PLAN DETAIL # 3 THE CMU |
| | CRASH WALL DETAIL 3 SHOWS THE USE OF DENS ARMOUR BOARD |
| | TO BE A PAINTED FINISH. PLEASE PROVIDE COMPLIANCE WITH |
| | SECTION 1403.2 WEATHER PROTECTION AND THAT THIS PRODUCT |
| | IS SUITABLE AS A FINISHED PAINT GRADE FINISH MATERIAL. |
| | PLEASE PROVIDE LITERATURE ON THIS PRODUCT FOR |
| | INSTALLATION IS IT GOING TO BE SCREWED IN TO THE METAL |
| | STUDS, HOW MUSH DOES ONE LAYER (5/8 INCH) GIVE IN |
| | HOURLY FIRE RATING DISSIMILAR WALL FINISHES CALCULATED |
| | FIRE RESISTANCE 722. . |
| | |
| | 6) BECAUSE OF THE STRUCTURAL COMPONENTS (CUTTING INTO |
| | STRUCTURAL SHEER WALLS AND RE-INFORCEMENT) AND CURTAIN |
| | WALL SYSTEM FOR THIS BUILDING A THRESHOLD INSPECTOR |
| | WILL BE REQUIRED WHENEVER THERE IS STRUCTURAL WORK AND |
| | INSPECTIONS REQUIRED AND THE INSPECTION OF THE |
| | CURTAINWALL SYSTEM. THIS SHALL ALSO BE REFLECTED IN THE |
| | WRITTEN THRESHOLD INSPECTION PLAN. |
| | AN E-MAIL WAS SENT 7/26/2021 12:23 PM TO |
| | [email protected] |
| | |
| | THRESHOLD BUILDING / FL S. S. 553.71(7) ?THRESHOLD |
| | BUILDING" MEANING ANY BUILDING WHICH IS GREATER THAN |
| | (3) STORIES OR 50 FT. IN HEIGHT, OR WHICH HAS AN |
| | ASSEMBLY OCCUPANCY CLASSIFICATION AS DENIED IN THE |
| | FLORIDA BUILDING CODE WHICH EXCEEDS 5,000 SQ. FT. IN |
| | AREA AND AN OCCUPANT CONTENT OF GREATER THAN 500 |
| | PERSONS. |
| | |
| | 6A) 109.3.6.1 THRESHOLD INSPECTION PLAN. THE ENFORCING |
| | AGENCY SHALL REQUIRE A (WRITTEN/ TYPED) SPECIAL |
| | INSPECTOR TO PERFORM STRUCTURAL INSPECTIONS ON A |
| | THRESHOLD BUILDING PURSUANT TO A STRUCTURAL INSPECTION |
| | PLAN PREPARED BY THE ENGINEER OF RECORD. THE STRUCTURAL |
| | INSPECTION PLAN MUST BE SUBMITTED TO THE ENFORCING |
| | AGENCY PRIOR TO THE ISSUANCE OF A BUILDING PERMIT FOR |
| | THE CONSTRUCTION OF A THRESHOLD BUILDING. THE PURPOSE |
| | OF THE STRUCTURAL INSPECTION PLAN IS TO PROVIDE |
| | SPECIFIC INSPECTION PROCEDURES AND SCHEDULES SO THAT |
| | THE BUILDING CAN BE ADEQUATELY INSPECTED FOR COMPLIANCE |
| | WITH THE PERMITTED DOCUMENTS. |
| | |
| | 6B) THRESHOLD INSPECTOR: WPB AMENDMENT 109.3.6.2 W.P.B. |
| | CONSTRUCTION SERVICES DEPARTMENT REQUEST FOR THRESHOLD |
| | BUILDINGS A SPECIAL INSPECTOR AS REQUIRED BY FL S S |
| | 553.79(5) FLORIDA STATUTES TO THE MINIMUM INSPECTIONS |
| | REQUIRED BY THIS CODE. THE THRESHOLD INSPECTION FORMS |
| | ARE REQUIRED TO BE FILED OUT BY ALL PARTIES WITH |
| | INTEREST, NOTARIZED AND RETURNED TO THIS OFFICE, AND |
| | REVIEWED AND APPROVED BEFORE PERMIT ISSUANCE WILL TAKE |
| | PLACE. |
| | |
| | 6C) THRESHOLD BLDG., REQUIRED STATEMENT: W.P.B. |
| | AMENDMENT 110.3.7.4.4 ALL PLANS FOR THE BUILDING WHICH |
| | ARE REQUIRED TO BE SIGNED AND SEALED BY THE ARCHITECT |
| | OR ENGINEER OF RECORD CONTAIN A STATEMENT THAT, TO THE |
| | BEST OF THE ARCHITECT'S OR ENGINEER'S KNOWLEDGE, THE |
| | PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE |
| | FIRE-SAFETY STANDARDS AS DETERMINED BY THE LOCAL |
| | AUTHORITY IN ACCORDANCE WITH THIS SECTION AND 633 |
| | FLORIDA STATUTE. |
| | |
| | 6D) FOR THE SPECIAL INSPECTOR PLEASE PROVIDE A RESUME' |
| | OF INSPECTION EXPERIENCE ON PREVIOUS PROJECT. THE |
| | RESUME' MUST BE ACCOMPANIED BY ALL CERTIFICATES AS |
| | SPECIFIED HEREIN. THE BUILDING OFFICIAL OR HIS DESIGNEE |
| | WILL REVIEW THE RESUME'. AFTER THE RESUME' IS REVIEWED, |
| | AN INTERVIEW WILL BE SCHEDULED. UNDER NO CIRCUMSTANCES |
| | WILL AN INSPECTOR BE INTERVIEWED FOR WORK WITHOUT FIRST |
| | MEETING THE ABOVE CRITERIA. |
| | |
| | 6E) THE CONTRACTOR WILL PRODUCE A JOB SUMMARY OR |
| | HISTORY FOR THIS TYPE OF CONSTRUCTION. |
| | |
| | 6F) NOTE FOR PAPER PLANS 3 SETS OF DOCUMENTS ARE |
| | REQUIRED. FOR DIGITAL PLANS, AFTER PERMIT ISSUANCE, |
| | PLEASE E-MAIL THE PERMIT LIBRARIAN OF THE PERMIT BEING |
| | ISSUED, THE PERMIT LIBRARIAN WILL THEN E-MAIL YOU THE |
| | APPROVED AND BATCH STAMPED PLANS SO YOU MAY PRINT YOUR |
| | PLANS, TWO SETS OF PLANS WILL NEED TO BE PRINTED IN |
| | COLOR, (1) FOR THE THRESHOLD INSPECTOR, THE OTHER FOR |
| | THE MEP INSPECTORS OTHER PLANS YOU WISH TO PRINT MAYBE |
| | IN BLACK & WHITE.. |
| | 2020 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING |
| | CODE, CHAPTER 1, ADMINISTRATION, 110.3.7 THRESHOLD |
| | BUILDINGS, GUIDELINES AND POLICIES FOR PROJECTS |
| | CONCERNING SPECIAL INSPECTORS. |
| | |
| | 6G) 110.3.7.4.3 ALL SHORING AND RESHORING PROCEDURES, |
| | PLANS AND DETAILS SHALL BE SUBMITTED TO THE ENFORCEMENT |
| | AGENCY FOR RECORDKEEPING. EACH SHORING AND RESHORING |
| | INSTALLATION SHALL BE SUPERVISED, INSPECTED AND |
| | CERTIFIED TO BE IN COMPLIANCE WITH THE SHORING |
| | DOCUMENTS BY THE CONTRACTOR. |
| | |
| | 6H) PLEASE CALL THE CITY OF WEST PALM BEACH?S AUTOMATED |
| | TELEPHONE INSPECTIONS LINE (561) 805-6700) FOR ALL |
| | BUILDING INSPECTIONS FOR AUDITING OF JOBSITE |
| | INSPECTIONS WITHOUT THIS THE PERMIT EXPIRES IN 6 |
| | MONTHS, ABANDONMENT OF JOB, NO INSPECTION ACTIVITY. |
| | |
| | 6I) 109.3.6 THRESHOLD BUILDINGS, OPERATING GUIDELINES |
| | FOR THRESHOLD INSPECTORS #26. ASSURE THAT THE DESIGNER |
| | HAS REQUIRED ON THE PLANS OR SPECIFICATIONS ONE |
| | MATERIAL, APPROVED FOR FIRE STOPPING PENETRATIONS, FOR |
| | WALLS AND CEILINGS. |
| | |
| | 7A) SHEETS S0.02 & S0.03 ARE VASD PRESSURES TAKEN FROM |
| | THE ORIGINAL WIND TUNNEL TESTING UNDER THE PERMIT |
| | 18090469 FOR THE SHELL HIGHRISE BUILDING. THIS IS A |
| | SEPARATE PERMIT AND WILL NEED PRODUCT APPROVALS TO SHOW |
| | COMPLIANCE WITH COMPONENTS AND CLADDING. IF EITHER THE |
| | DESIGNER OF RECORD OR CONTRACTOR WISHES TO SUBMIT THE |
| | PRODUCT APPROVALS FOR COMPONENTS AND CLADDING TO BE |
| | DEFERRED, PLEASE P INDICATE SO AS DEFERRED SUBMITTALS. |
| | 107.3.4.2 DEFERRED SUBMITTALS. FOR THE PURPOSES OF THIS |
| | SECTION, DEFERRED SUBMITTALS ARE DEFINED AS THOSE |
| | PORTIONS OF THE DESIGN THAT ARE NOT SUBMITTED AT THE |
| | TIME OF THE APPLICATION AND THAT ARE TO BE SUBMITTED TO |
| | THE BUILDING OFFICIAL WITHIN A SPECIFIED PERIOD. |
| | DEFERRAL OF ANY SUBMITTAL ITEMS SHALL HAVE THE PRIOR |
| | APPROVAL OF THE BUILDING OFFICIAL. THE REGISTERED |
| | DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE SHALL LIST |
| | THE DEFERRED SUBMITTALS ON THE CONSTRUCTION DOCUMENTS |
| | FOR REVIEW BY THE BUILDING OFFICIAL. |
| | |
| | DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE |
| | SUBMITTED TO THE REGISTERED DESIGN PROFESSIONAL IN |
| | RESPONSIBLE CHARGE WHO SHALL REVIEW THEM AND FORWARD |
| | THEM TO THE BUILDING OFFICIAL WITH A NOTATION |
| | INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE |
| | BEEN REVIEWED AND FOUND TO BE IN GENERAL CONFORMANCE TO |
| | THE DESIGN OF THE BUILDING. THE DEFERRED SUBMITTAL |
| | ITEMS SHALL NOT BE INSTALLED UNTIL THE DEFERRED |
| | SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING |
| | OFFICIAL. |
| | |
| | 7B) COMPONENTS & CLADDING. 2020 FBC-B 1609.1.2 |
| | PROTECTION OF OPENINGS, 1609.6.4.4.1 COMPONENTS & |
| | CLADDING. FLORIDA DEPARTMENT OF COMMUNITY AFFAIRS, |
| | ADMINISTRATIVE CODE 61G20-3.005, RULE 9N-3 NOV. 01/ |
| | 2010 (31) SUB-CATEGORY OF PRODUCTS OR CONSTRUCTION |
| | SYSTEMS THAT WILL REQUIRE PRODUCT APPROVALS: |
| | (31)(A) EXTERIOR DOORS, MULLIONS & ROOF HATCHES. |
| | (B) WINDOWS & MULLIONS |
| | (C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL |
| | LOUVERS, EFIS SYSTEMS, |
| | |
| | 7C) IDENTIFY GLAZING/ MULLIONS. PLEASE IDENTIFY IN THE |
| | PRODUCT APPROVAL BEFORE SUBMITTING TO DESIGNER OF |
| | RECORD AND BEFORE SUBMISSION TO THE BUILDING |
| | DEPARTMENT. FOR ALL PRODUCTS WITH GLAZING, PLEASE |
| | IDENTIFY THE OPENING WIDTH & HEIGHT, SILL HEIGTH FOR |
| | SLIDING GLASS DOORS, TYPE OF GLAZING, MULLION SIZE, |
| | LENGTH IF UNREINFORCED OR REINFORCED INFORMATION IF |
| | REQUIRED, ATTACHMENTS AND ASSOCIATE PRESSURES FOR EACH |
| | OPENING SIZE. 2020 FBC-B 1405.13.1 INSTALLATION. |
| | WINDOWS AND DOORS SHALL BE INSTALLED IN ACCORDANCE WITH |
| | APPROVED MANUFACTURER?S INSTRUCTIONS. FASTENER SIZE AND |
| | SPACING SHALL BE PROVIDED IN SUCH INSTRUCTIONS AND |
| | SHALL BE CALCULATED BASED ON MAXIMUM LOADS AND SPACING |
| | USED IN THE TESTS. |
| | |
| | 8) SHEETS A4.02 & A4.03 BOTH SHOW FOR THE UNDERSIDE OF |
| | THE STRUCTURAL SLAB FOR LEVEL 8 CERAMIC THERMAL |
| | INSULATION IS TO BE APPLIED. THIS REVIEW NO DOCUMENTS |
| | WERE SUBMITTED SHOWING COMPLIANCE WITH THE 2020 |
| | FBC-ENERGY CODE. |
| | 2020 ENERGY CODE SECTION C401.2 APPLICATION. |
| | COMMERCIAL BUILDINGS SHALL COMPLY WITH ONE OF THE |
| | FOLLOWING: |
| | 3.1.THE REQUIREMENTS OF ANSI/ASHRAE/IESNA 90.1, |
| | EXCLUDING SECTION 9.4.1.1(G) OF THE STANDARD. |
| | 3.2.THE REQUIREMENTS OF SECTIONS C402 THROUGH C405. IN |
| | ADDITION, COMMERCIAL BUILDINGS SHALL COMPLY WITH |
| | SECTION C406 AND TENANT SPACES SHALL COMPLY WITH |
| | SECTION C406.1.1. |
| | 3.3. THE REQUIREMENTS OF SECTIONS C402.5, C403.2, C404, |
| | C405.2, C405.3, C405.5, C405.6 AND C407. THE BUILDING |
| | ENERGY COST SHALL BE EQUAL TO OR LESS THAN 85 PERCENT |
| | OF THE STANDARD REFERENCE DESIGN BUILDING. |
| | |
| | 9A) SHEET A4.10 SHOWS NEW RESTROOMS TO GO ALONG WITH |
| | THE NEW PROPOSED BUSINESS OCCUPANCY. WITH THESE NEW |
| | RESTROOM FACILITIES, THE FLOOR SYSTEM WILL NEED TO BE |
| | CORED FOR THE WASTE PLUMBING. POST TENSION SLAB/ NEW |
| | HOLES. THE PLAN IS SILENT AS TO THE CORING OF THE FLOOR |
| | SLAB WILL NEED TO BE X-RAYED TO FIND THE POST TENSION |
| | CHORD LOCATIONS. 107.2.1.2. ADDITIONAL INFORMATION IS |
| | REQUIRED. |
| | |
| | 9B) THROUGH-PENETRATIONS FIRESTOP SYSTEMS (HORIZONTAL |
| | ASSEMBLIES). IF A NEW FLOOR PENETRATION IS MADE FOR THE |
| | FUTURE SHOWER DRAIN, THEN YOU NEED TO SHOW COMPLIANCE |
| | WITH THE 2020 FBC-B SECTION 714.5.1.2. |
| | THROUGH-PENETRATIONS FIRESTOP SYSTEMS (HORIZONTAL |
| | ASSEMBLIES). THROUGH PENETRATIONS SHALL BE PROTECTED BY |
| | A THROUGH PENETRATION FIRESTOP SYSTEM INSTALLED IN |
| | ACCORDANCE WITH ASTM E814 OR UL 1479. THE SYSTEM SHALL |
| | HAVE AN F RATING / T RATING OF NOT LESS THAN 1 HOUR BUT |
| | NOT LESS THAN THE REQUIRED RATING OF THE FLOOR |
| | PENETRATED. |
| | |
| | 10) SHEET A6.00 THE ROOM FINISH SCHEDULE FOR ROOM 806 |
| | THE NEW JANITORS CLOSET INDICATES THE WALL FINISH AS |
| | PT-12. NOT LISTED UNDER THE PAINT SCHEDULE. PLEASE SHOW |
| | COMPLIANCE WITH 2020 FBC-B 1210.2.2. WALLS & |
| | PARTITIONS. THIS COMMENT IS A RESULT OF THE BUILDING |
| | OFFICIAL INTERPRETATION ON 06/2020. IN BATHROOMS, |
| | RESTROOMS & SERVICE SINK AREAS EPOXY PAINT IS NO LONGER |
| | CONSIDERED A SMOOTH HARD, NON-ABSORBENT SURFACE. 2020 |
| | FBC-B SECTION 1210.2.2 WALLS & PARTITIONS WITHIN 2 FEET |
| | OF SERVICE SINKS, URINALS, AND WATER CLOSETS SHALL HAVE |
| | A SMOOTH, HARD, NON-ABSORBENT SURFACE TO A HEIGHT OF |
| | NOT LESS THAN 4 FEET ABOVE THE FLOOR, EXCEPT FOR |
| | STRUCTURAL ELEMENTS, THE MATERIAL USED IN SUCH WALLS |
| | SHALL BE OF A TYPE THAT IS NOT ADVERSELY AFFECTED BY |
| | MOISTURE. |
| | |
| | 11) PLEASE REVIEW THE PLUMBING PLAN REVIEWERS? COMMENTS |
| | THAT DEAL WITH THE ACCESSIBILITY ISSUES ASSOCIATED WITH |
| | RESTROOM FIXTURES AND OR ACCESSORIES. |
| | |
| | 12) THE FLOOR PLAN SHOWS THE USE OF CAR FLOOR LIFTS |
| | PLEASE PROVIDE THE MANUFACTURERS BROCHURE ON THE LIFT, |
| | IS IT HYDROLIC, AND HOW IS IT TO BE INSTALLED, ANCHORED |
| | TO FLOOR SLAB, IF SO WITH WHAT TYPE AND SIZE OF |
| | ANCHORS. 107.2..1..2. ADDITIONAL INFORMATION IS |
| | REQUIRED. |
| | |
| | 13) IMPACT FEES - DIGITAL SUBMITTALS: PLANS WILL BE |
| | REVIEWED BY THE PBC IMPACT FEE OFFICE DIGITALLY VIA |
| | PROJECT DOX UPON NOTIFICATION BY THIS OFFICE. |
| | NOTIFICATION MAY OCCUR WHEN PLANS ARE NEAREST FINAL |
| | FORM. YOU MAY COORDINATE WITH THE IMPACT FEE OFFICE AT |
| | (561) 233-5025 OR SIMPLY UPLOAD THE MUNICIPAL IMPACT |
| | FEE QUESTIONNAIRE FORM TO YOUR PROJECT AND NAME THE |
| | FILE MUNICIPAL IMPACT FEE QUESTIONNAIRE. THE FORM CAN |
| | BE FOUND AT: HTTP://DISCOVER.PBCGOV.ORG/PZB/ADMINISTRAT |
| | ION/PDF/IMPACTFEES/FORMS/QUESTIONNAIRE.PDF UPON |
| | APPROVAL AND FEE PAYMENT, PLEASE UPLOAD THE RECEIPT TO |
| | YOUR PROJECT OR EMAIL IT TO [email protected]. |
| | |
| | 14) A TRANSMITTAL LETTER LISTING THE ORIGINAL REVIEW |
| | COMMENT NUMBER, WITH A DESCRIPTION OF THE REVISION |
| | MADE, IDENTIFYING THE SHEET OR SPECIFICATION PAGE WHERE |
| | THE CHANGES CAN BE FOUND WILL HELP TO EXPEDITE YOUR |
| | PERMIT. THANK YOU FOR YOUR ANTICIPATED COOPERATION. |
| | |
| | PLEASE NOTE WITH THE LACK OF INFORMATION FOR THIS |
| | REVIEW, SUBSEQUENT REMARKS MAYBE MADE IN THE NEXT |
| | REVIEW CYCLE. |
| | |
| | PLEASE NOTE WE ARE WORKING FROM HOME BECAUSE OF COVID |
| | 19 |
| | IF YOU WOULD LIKE TO CONTACT ME, MY CELL NUMBER IS |
| | 561-718-9724. |
| | WORKING HOURS ARE MON.- WED. 8:00 AM- NOON. PART-TIME/ |
| | RETIRED. |
| | |
| | MONDAY AUGUST 02ND/ 2021 ALL PLANS EXAMINERS WILL BE |
| | WORKING FROM CITY HALL |
| | MY WORK HOURS ARE TUES. & WED. 7:30 AM- 4:30 PM |
| | PART-TIME/ RETIRED. |
| | |
| | JAMES A. WITMER BN, PX, SFP, CBO |
| | SENIOR COMMERCIAL COMBINATION PLANS EXAMINER |
| | CONSTRUCTION SERVICES DIVISION / DEVELOPMENT SERVICES |
| | DEPARTMENT |
| | 401 CLEMATIS ST. WEST PALM BEACH. FL 33402 |
| | TEL: 561-805-6717 |
| | FAX: 561-805-6676 |
| | E-MAIL: [email protected] |
| | |
